Loading...
HomeMy WebLinkAboutZ-3789-G Map 9ABBREVIATIONS ADJ ADJUSTABLE AGL ABOVE GROUND LEVEL AMSL ABOVE MEAN SEA LEVEL APPROX APPROXIMATE CAB CABINET CLG CEILING CONC CONCRETE CONT CONTINUOUS CJ CONSTRUCTION JOINT DIA DIAMETER DVG DRAWING EGB EQUIPMENT GROUND BAR EA EACH ELEC ELECTRICAL EL ELEVATION ED EQUAL EQUIP EQUIPMENT (E) EXISTING EXT EXTERIOR FF FINISHED FLOOR GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GRND GROUND LG LONG MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MGB MASTER GROUND BAR MIN MINIMUM MTL METAL (N) NEW NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER OPP OPPOSITE SF SQUARE FOOT SHT SHEET SIM SIMILAR SS STAINLESS STEEL STL STEEL TOC TOP OF CONCRETE TOM TOP OF MASONRY TYP TYPICAL VIF VERIFY IN FIELD LION UNLESS OTHERWISE NOTED WWF WELDED WIRE FABRIC W/ WITH BTS BASE TRANSMISSION © STATION PCS PERSONAL STEEL COMMUNICATIONS SERVICES A-1 ANTENNA MARK NO. j CENTERLINE R PLATE k AND ® AT GPS GLOBAL POSITIONING QX SYSTEM SYMBOLS AND MATERIALS m NEW ANTEN 0 NTENNAS g EXISTING A \� ASPHALT (E)MASONRY CONCRETE e0 ELECTRIC B QX LIGHT POLE Q FNIL MONUM a000a00000aoo SPOT ELEV ® SET POINT Q REVISION aGRID REFER BET. I SHL DETAIL REF D SM ELEVATION p SECTIONS 6 DETAILS NA ATION ENCE ERENCE --L--'-"• �-^ GROUT OR PLASTER NTENNAS A-1 (E)BRICK A-2 ® (E)MASONRY STRUCTURAL NOTES, SECTION AND ELEVATION S-2 CONCRETE QX I ! EARTH GROUNDING RISER AND DETAILS a000a00000aoo GRAVEL PLYWOOD ENT SHEET INDEX SAND ® WOOD CONT. © WOOD BLOCKING STEEL ® CENTER LINE - - - PROPERTY LINE H STEPPED FOOTING MATCH LINE WORK POINT G GROUND WIRE COAXIAL CABLE TELECORP NAPA VALLEY/AGAPE CHURCH J LOCATION PLAN JURISDICTION: CITY OF LITTLE ROCK ZONING: R-2 ❑EXIST. BUILDING ❑ EXIST. TOWER ❑ RAWLANO ❑ EXIST. WATER TOWER 0 COLOCATE PROJECT CITE VICINITY MAP NO SCALE DRIVING DIRECTIONS L N SHACKLEFORD, TURN LEFT AT LIGHT AND O BOWMAN ROAD. RIGHT PROCEED UPHILL TURN INTO NAPA VALLEY DRIVE. SITE IS RIGHT AT TOP OF HILL 701 NAPA VALLEY DRIVE LITTLE ROCK ARKANSAS 72211-2303 LTR021A MONOPOLE COLOCATE SITE NUMBER: LTR021A SITE NAME: NAPA VALLEY/AGAPE CHURCH SITE ADDRESS: 701 NAPA VALLEY DRIVE LITTLE ROCK ARKANSAS 72211-2303 PROPERTY OWNER: AGAPE CHURCH MINISTRICS, INC. 701 NAPA VALLEY DRIVE LITTLE ROCK, AR 72211-2303 OWNER'S CONTACT: HUNTER STWART (501) 920-0085 APPLICANT: TELECORP REALTY, LLC 900 S. SHACKLEFORD SUITE 600 LITTLE ROCK, AR 72211 (501) 312-2455, X242 APPLICANT'S AGENT: CHRIS VILLINES / DON BROWN CURRENT ZONING: R-2 11 PROJECT SUMMARY I DO NOT SCALE DRAWINGS � Sir CONTRACTOR SFW1 VERIFY ALL, PL)AS-ANO EXISTING DIMENSIONS AND CONDITIONS ON THE JOS SITE AND SWILL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME REVIEWED BY: DATE: (RF) ENTEL (CONST.) ENTEL (SITS) TELECORP LUCENT REP. ZONING (ENTEL) SHT. NO. REV, DESCRIPTION NO. T-1 TITLE SHEET A-1 SITE PUN A-2 ENLARGED SITE PUN k ELEVATION S-1 STRUCTURAL NOTES, SECTION AND ELEVATION S-2 SECTIONS E-1 ELECTRICAL PLAN, RISER AND DETAILS E-2 GROUNDING RISER AND DETAILS E-3 ELECTRICAL SPECIFICATIONS SHEET INDEX PROJECT DESCRIPTION 1. INSTALL THREE ANTENNAS, MOUNTED ON EXISTING MONOPOLE 2. EQUIPMENT TRAILER, 6'x16'. 3. INSTALL SIX COAX CABLES, POWER/TELCO LINES, AND GROUNDING KITS. OWNER APPROVAL ITrELECORPI REALTY, LLC 900 S. SHACKLEFORD SUITE 000 UfTfLE ROCK AR 72211 OFFICE• O500 912-2466 GEM ENGINEERING COMPANY 10970 SlowR! Houston, T. - 77099-4206 Phan. 281 561-9225 F-281; 581-9399 PROJECT NO- LTRO21A DRAWN BY- aV8 CHECKED BY- TA/HMM 3UBANTTALS DATE I DESCRIPTICN I REV. nw Ice- SCALE- 0 CALE0 1/2 1 2 1.......r i 1 GMK SCALE N NOES LTR021A NAPA VALLEY/ AGAPE CHURCH 701 MAPA VALLEY DRIVE LITTLE ROCK ARKANSAS 722tl-= SHEET TITLE TITLE SHEET SHEET NUIMlNM T-1 SHEET 1 OF 8 SHEETS (N) UNDERGROUND \\\\ TELCO LINE FROM F (E) TELCO PED. $i �. I I rS I /tif. /ls w Jf (E) TELCO PED. 1703 i (E) ASPHALT' PARKING RACK / r _ /aai r r (E) 8'-3" WIDE / DOUBLE GATE- / (E) P/T RACKS NOTE: EQUIPMENT AND ANTENNAS OF SPRINT AND SW BELL NOT SHOWN FOR CLARITY IN � (LRFFE E (N) 8'x16' TRAILER FOR TELECORP EQUIPMENT AGAPE CHURCH PROPERTY RUN COAX CABLES ON PVC SLEEPER TO MONOPOLE. (E) GUARD-RAIL (E) CONCRETE SHELTER (N) FR901602DP ANTENNA r (E) 4' WIDE GATE 1 ANTENNA PER SECTOR ON 3 SECTORS (E) 170' MONOPOLE % (N) 15' WIDE TO RELOCATED (E) DOUBLE GATE AND (N) ANTEN FOR CONSTRUCTION A _ PURPOSE /4.yw.T x (E) TOWER (E) CONCRETE ] BLOCK BUILDING, (E) 6" CURB x x1 (E) 6" CURB _� } SECTOR A 120' 120' SECTOR C SECTOR B 240' 120' 120' ANTENNA ORMATION 2 NOT TO SCALE A- �' (E) POWER ♦+ HAND OHO E x -x- � HAND HOLE \/ /� (E) 6' CHAIN —{E} 6' CHAIN- .� x SINK FENCE LINK FENCE .�- (N) UNDERGROUND k,, 3 \ � I PGWER LINE FROM ti,J (F) ?OWER HAND HOLE + r r+ � +r 1 SITE PLAN NOTES: SCALE: N,T.S �� 1 TYPE AND SIZES OF THE ANTENNA CABLES ARE BASED ON ESTIMATED LENGTH, PRIOR TO ORDERINGCABLE, CONTRACTOR TO VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY ENGINEER IF ACTUAL LENGTH EXCEEDS ESTIMATED LENGTHS. 2. AS -BUILT DRAWINGS TO BE COMPLETED BY FIELD ENGINEER WITH ACTUAL LENGTHS 3. AZIMUTHS ARE ORIENTED CLOCKWISE FROM TRUE NORTH. (E) TREE LINE SECTCR ANTENNA TYPE COAX RAD I AZIMUTH EST. CAB. RX/TX DOWN TILT COLOR JUMPER JUMPER SIZE CENTER LENGTH DEGREES CODE SIZE LENGTH .A i FR9016020P I 51T 175'-0" RX RW 1/2-o 6'-0" 1 5/8" 175'-0• TX RRY 1/2'0 6'-0' B1 FR9016040P 1 5/B' 150'-0' 120' 175'-d RX 0 Sw 1/2.0 6'-0' 175'-0' TX BBY 1/2"0 6'-0' 1 5/Fl C7�FR90 1 5/8"150'-0' 240 175'-0' RX 0 G'A 1/YaBld 1 5/8' 175'-0' GGY 1/2"0 ELECOFIPJ REALTY.LLC 900 S. SHACKLEFORO SUTE 800 LITTLE ROCK. AR 72211 OFFICE. UM 312-2488 ld GEN ENGINEERING COMPANY 10970 Stanctlff Houston, Texas 77099-4206 Ph— 391 561-9225 Fo. 261 561-9399 PROJECT NO - DRAWN BY, Gvs CHECKED BY- TA/HM I SLIBMfTTALS I FINAL SCALE• a1 1 2 f,,,.,.. I , 1 GZAPHC SC&E Al NOES LTR021A NAPA VALLEY/ AGAPE CHURCH 701 NAPA VALLEY DRIVE LITTLE ROCK ARKANSAS 72211-2303 SHEET TTI'LE SITE PLAN SHEET NUIM6ER A-1 SHEET 2 OF 3 3i4EETS 13 (N) 8'x16' TRAILER FOR EQUIPMENT (N) METER (N) UNDERGROUND] �� f TELCO LINE FROM , (E) TELCO FED. ,703 / (N) PVC SLEEPER / W/ ACCESSORIES FOR COAX CABLES* ' , J Al + C1 a� A -z (N) ANTENNAS + 3 TOTAL \ (E (E) 6' CHAIN r LINK FENCE TRANSFER PANEL POWER ti-- PRIMARY GROWTH FUTURE NOTE: EQUIPMENT AND ANTENNAS OF SPRINT AND SWBELL NOT SHOWN FOR CLARITY 7'x4' PLYWOOD ;O BOARD (E) CONCRETE SHELTER (N) FR901602DP ANTENNA 1 ANTENNA PER SECTOR cr ON 3 SECTORS ob Nl�p N Q (E) 170' MONOPOLE I TO RELOCATED (E) AND (N) ANTENNAS (E) GUARD-RAIL 1- (F) 4' WIDE GATE (E) 6' CHAIN LINK FENCE k mak_ �sp�r o R� (N) 15' WIDE DOUBLE GATE (E) 6' CURB t+ B1 (E) CONCRETE \ BLOCK BUILDING ZLE)ICE TOWER SaCTOR �J \ \ . x�x (E) POWER HAND HOLE �� (E) CURB R TO BE cVOVEO HAND POWER k=� —?- AS NEEDED I TREE LINE k 41 (E) 6' CHAIN k LINK FENCE _kms k-kZ/ (N) UNDERGROUND POWER LINE FROM (E) POWER HAND HOLE r BUROED SM PLAN SCALE: N. T.S •-2 (E) ANTENNAS O 170' ELEV. TOP OF MONOPOLE ELEV. 170'-T CENTER OF (N) TELECORP ANTENNA ELEV. 150'-0" (N) ANTENNAS 1 ANT. PER SECTOR 3 TOTAL CENTER OF SPRINT ANTENNAS ELEV. 120'-(r (N) COAX CABLES RUN OUTSIDE MONOPOLE AND SECURED BY SNAP HANGER ) METER RACK (N) 8'x16' TRAILER FOR EQUIPMENT TRANSFER PANEL I11� �(E) CONCRETE I) TRANSMITTER SHELTER EQUIPMENT ) 7'x4' PLYWOOD 1111 / /--(E) 6' FENCE (N) METER `-(N) COAX CABLES RUN - RACK PIER ON PVC SLEEPER TO MONOPOLE ELEVATION 2 NOT TO SCALE A-2 REF. EL. 0.00' 500' AMSL TELECORR REALTY. LLC 000 B. SHACKLEFORD SUITE 600 LITTLE ROCK, AR 72211 OFFICE 0509 312-2466 ■ ' CEL ENGINEERING COMPANY 10970 Slondill Houston, Tesas 77099-4206 Phone (2811 561-9225 Fa: (281) 561-9399 PRO,ECT NO- LTRO21A DRAWN BY- aVS CHECKED BY TA/M I SUBMITTALS I 101-16-991 CONSTRUCTION FINAL I SCALE- 01/2 CALE 01/2 1 2 L"L... Ll 1 - GLAPHC SCALE N NGfS LTR021A MAPA VALLEY/ AGAPE CHURCH 701 MAPA VALLEY DRIVE LITTLE ROC( ARKANSAS 722*2303 SHES_T TRLE ENLARGED SITE PLAN AND ELEVATION SHEET NU66ER A-2 SHEET 3 OF 8 SHEETS STRUCTURAL NOTES A GENERAL 1) DESIGNS OF ANTENNA, COAX—CABLE, EQUIPMENT INSTALLATIONS SHALL COMPLY WITH TIA/EIA-222—F-1996 STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORT STRUCTURES, THE BASIC WIND SPEED FOR DESIGN IS 70 MPH. ICE THICKNESS IS 1/2 INCH. 2) THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS do EXISTING I CONDITIONS AND NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH CONSTRUCTION. ENGINEER/ ARCHITECT'S APPROVAL IS REQUIRED FOR ANY CHANGES TO THE DESIGN. 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS AND METHODS OF y CONSTRUCTION AND SHALL PERFORM ALL WORK IN ACCORDANCE WITH OSHA isI SAFETY REQUIREMENTS. el I rp WER PRIMARYEWTHFUTURE t I GROWTH II B. STEEL - --J 1) STRUCTURAL STEEL FABRICATION. ERECTION AND CONNECTION DESIGN SHALL ^ CONFORM TO THE LATEST EDITION OF THE RISC ASD SPECIFICATION. I 2) STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 3) ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES 2 g'_7' 11" _a' 2'-4' SHALL CONFORM TO ASTM A307 OR ASTM A36, U.N.O. ALL EXPOSED FASTENERS. NUTS AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. CONCRETE 1 — EXPANSION ANCHORS SHALL BE HILTI KWIK BOLTS UNLESS OTHERWISE NOTED, 4) WELDING SHALL BE IN ACCORDANCE WITH .AMERICAN WELDING SOCIETY (AWS) D.1.1-92. STRUCTURAL WELDING CODE -STEEL WELD ELECTRONICS SHALL BE E70XX. C. CONCRETE 1) ALL CONCRETE CONSTRUCTION SHALL. BE PER ACI 318 AND ACI 301 LATEST EDITIONS. 2) ALL CONCRETE SHALL ATTAIN THE FOLLOWING 28 DAY COMPRESSIVE STRENGTHS OF MINIMUM 3,000 PSI. 3) REINFORCING STEEL SHALL CONFORM TO A615-GR60. 4) REINFORCEMENT PROTECTION TYPICAL U.N.O.: CONCRETE PLACED AGAINST EARTH 3- CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH: (0) BARS 15 AND SMALLER 1 1/2' (b) BARS LARGER THAN #5 2" 5) NO SPLICES OF REINFORCEMENT PERMTITED EXCEPT AS DETAILED OR AUTHORIZED. DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL - 1994`• PUBLICATION SP -66 AND 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ACI 318-95. D. FOUNDATION AND EARTHWORK 1) FOUNOAMNS ARE DESIGNED TO BEAR ON ENGINEERED FILL OR NATURAL SOIL WITH A CAPACITY OF 2,000 PSF. THIS VALUE IS TO BE VERIFIED IN THE FIELD BY A QUALIFIED INSPECTOR OR TESTING AGENCY. 2) ALL EXCAVATION ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY HORIZONTAL OR UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE MATERIAL AND EXCESS GROUNDWATER. DEWATERING FOR EXCESS GROUNDWATER SHALL SE PROVIDED IF REQUIRED. 3) CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERL4L. IF SOUND SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH. THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR (N) POWER/ THE FOUNDATION. TELCO RACK (N) MICROFLECT CUSHION HANGER MODEL # B1465 BY MICROFLECT (OR EQUAL) O (E) MONOPOLE ❑ I CLAMP HEAD NOT TO SCALE b� u � ^� �-(N) RADOME COVER U) i (E) MONOPOLE + 1 + y (N) EMS ANTENNA 'v t 1 RR90- 17-04DP 1 1 (3 TOTAL) a6 Al 01 G ANTENNA ORIENTATION NOT TO SCALE 5-1 EQUIPMENT LAYOUT iNSS3E TRAILER 2 (N) MOUNTING BRACKET NOT TO SCALE 5-s BY EMS OR EQUAL (N) TRANSFER PANEL (N) TRANSMITTER EQUIPMENT r - (N) TRAILER FOR EQUIPMENT (N) 7'x4' PLYWOOD TELCO BOARD (N) CUSHION HANGER. SEE DETAIL 1/S-1 (E) 170' MONOPOLE (E) CONCRETE SHELTER � T(N) COAX CARIES RUN (N) CLAMP ON PVC SLEEPER � f%�m f-1 O J (N) METER RACK O PIER FOUNDATION ICE BRIDGE ELEVATION NOT TO SCALE (;"1 (E) 6' HIGH CHAIN LINK FENCE (N) EMS ANTENNA (3 TOTAL,' MONOPOLE SECTION 5 NOT TO SCALE 5-t C( CLIP ANGLI (TYF SLE_ BRIDGE KIT 81542 MICROFLECT SLEEPER s NOT TO SCALE 5-t ITIELECORP REALTY, LLC 800 S. SHACKLEFORD SURE $00 LITTLE ROCK, AR 72211 OFFIM (600 312-2455 4 ' GEM ENGINEERING COMPANY 10970 Stoatrtl Houston, Texas 77099-4206 PMone 281 561-9225 Fax 261 561-9399 PROJECT NO LTR021A DRAWN BY, ova CHECKED BY• TAMN I SUBMITTALS I 1101-18-991 CONSTRUCTION FINAL I •< TIN �r r tet,, SCALE 01/2 1 2 L I I I'RA W SCVE N NOES LTR021A NAPA VALLEY/ AGAPE CHURCH 701 NAPA VALLEY DRIVE LITTLE ROA( ARKANSAS 72211•Z303 SHEET TITLE STRUCTURAL NOTE SECTIONS AND ELEVATIONS SHEEr NUMBER S-1 SHEET 4 OF 6 SHEETS CHAIN-UNKED FENCE GATE I NOT TO SCALE S -Z UNISTRUT (TYP.) .Lr BOLT (TYP-) 3 1/Y0 GALV. POST (TYP.) EXISTING CRAOE I I I I I I i I I I I I t I I I 1 I I I t I I I r II I I I I I ! I I I I LI I I I 4—__J I 1 5/8' 0 PIPE GATE FRAME GATE POST 3/8'0 TRUSS ROD WITH TURN BUCKLE (TYP) 1 51T 0 PIPE BRACE TRUSS ROD 3/8" 0 MINIMUM 4-0 PIPE GATE POSTS (TYP) FINISHED GRADE I 1 I. .1 CONCRETE I: •� FOOTING, (TYP) I I I IL _ _ JI F -----I 9 1'. SEE DETAIL ON SHEET.E-2 FOR RACK LOCATIONS. 2. ATTACH RACK TO UNISTRUT W/ SPRING NUTS. ELECTRICAL. RACK NOT TO SCALE s-2 2' CROWN POWER METER POWER LINE FROM (E) POWER SOURCE METER RACK SUPPORT ARM W/BARBED WIRE 3" ��F N NOT S1. I I I I I I I I I I I I I I 11 I I 11 I I t l I GALVANIZED STEEL. ! 11 I I t l I I 2. i I I I I I I I I I I I I I I I I I I I U i I I I I u SHALL BE SCHEDULE 40 (STANDARD 1'. SEE DETAIL ON SHEET.E-2 FOR RACK LOCATIONS. 2. ATTACH RACK TO UNISTRUT W/ SPRING NUTS. ELECTRICAL. RACK NOT TO SCALE s-2 2' CROWN POWER METER POWER LINE FROM (E) POWER SOURCE METER RACK SUPPORT ARM W/BARBED WIRE SPACING TYP FOR END, CORNERS,& GATE POSTS CHAN-MED FENCE DETAIL /`_2� NOT TO SCALE s_2 POWER DISCONNECTGROUND TO 5/8' GROUND ROD W/ EMERGENCY ��F N NOT S1. BOARD FENCING MATERIALS SHALL BE OF GALVANIZED STEEL. END OR CORN 2. POST, BRACES ANO GATE FRAMES POST (TYP) Irl 8'-0' SHALL BE SCHEDULE 40 (STANDARD SPACING (TYP) WEIGHT) PIPE. SIZES SPECIFIED 2" MESH, B 9 GAUGE ARE NOMINAL DIAMETER. ST (TVP)1 5/9- 3. DOUBLE CATE SHALL BE TOP RAIL (TIP) BAR, 1 LOCK KEEPER. I PLUNGER 3" CORNER POST (TVP) 3/8"0 TRUSS ROD WITH KEEPER GUIDE, 2 LATCH FORKS. 2 FORK CATCHES, t CATCH FOR TURN BUCKLE PLUNGER BAR, AND 2 GATE STOPS LOCATED AS DIRECTED BY THE ENGINEER. 2 1/2" O.D. POST FINISHED GRADE L 4. POSTS, CAPS AND OTHER NECESSARY COMPOUND FENCE FITTINGS SHALL BE AS SITE MANUFACTURED BY THE FENCE #7 CAUGEBOTTOM MANUFACTURER OR EQUAL TENSION WIRE HINGES SHALL BE OF GALVANIZED — ,•�— 9"0 FOR STEEL. •�� i LINE POST 5. POST SHALL BE SPACED EQUIDISTANT BUT NOT MORE THAN B'-0 O.C. • J CONCRETE 2" CONCRETE J L J FOOTING, (TVP) CROWN (TYP) SPACING TYP FOR END, CORNERS,& GATE POSTS CHAN-MED FENCE DETAIL /`_2� NOT TO SCALE s_2 POWER DISCONNECTGROUND TO 5/8' GROUND ROD W/ EMERGENCY GEN. RECEPT rl�—TEL�C'O BOARD ROUTE 1/2" 0 FLEX CONDUIT THROUGH PWR CAB. BASE FOR CONNECTION TO 1/2'0 FITTING ON PRIM. CAB. UNDERGROUND TELCO LINE WILL BE BROUGHT FROM (E) TELCO PEDESTAL �`+ • CONDUIT COAX CABLES RUN . Utgt LIQUIDTIGHT ON PVC SLEEPER .t, TO MONOPOLE �= j MONOPOLE C� � r �v EQUIPMENT TRAILER CONCRETE PAD CONDUIT ROWNG s NOT TO SCALE S-2 SECTION NOT TO SCALE S-2 BACKBOARD NOTE: HOFFMAN NEMA TYPE 3R HINGED COVER ENCLOSURE CATALOG No. A36R3012HCR ENCLOSURE SIZE 36'x30•x12" TELCO BOX NOT TO SCALE 5•-2 TELECORPI REALTY, LLC 000 S. SHACKLEFORD SUITE S00 LITTLE ROCK, AR 722tt OFFICb 16Q0 312-2455 �.i GEM ENGINEERING COMPANY 10970 Stoncfia Houston• Texas 77099-4206 Phan. (281) 561-9225 Fox (281) 581-9399 PROJECT NO- LTR021A DRAWN SYJ OVS CHECKED BY- TAA*A SUBMITTALS DATE DESCRIPTION REV. 01-18-99 CONSTRUCTION FINAL •t TE 6R wrap �tw. sm +� out■ SCALE• 0 1/2 1 2 hninJ I I OtAPHC WAL N NQFS LTR021A NAPA VALLEY/ AGAPE CHURCH 701 NAPA VALLEY DRIVE LITTLE ROC( ARKANSAS MYtt-= SHEET TITLE SECTIONS SHEET NUMBM 5-2 SHEET 5 OF 6 SHEETS 1 \(N) UNDERGROUND TELCO LINE FROM + (E) TELCO PED. 1703 l + Brs I ,,'/lf 1 +, l (E) TELCO � � � r y � c✓7 4�1 S• ��r PED. 1703 rra1rc-e� it��. �i✓d j �� i� N IT :ECUI=PMENTANOOANTENNAS OF SPRINTAND N FOR CLARITY (N) 8'x16' TRAILER FOR TELECORP EQUIPMENT i' -r&l( (E) GUARD—RAIL AGAPE CHURCH PROPERTY (E) 4' WIDE GATE % (N) 15' WIDE DOUBLE GATE + FOR CONSTRUCTION _ [PURPOSE k� x•�x c y� (E) TOWER NG fi �tsp,4C Tlo (E) E CURB (E) POWER_�+�� ; } (E) POWER t HAND HOLE _T� / HANG HOLE \ o*j , \ — (E) 6' CHAIN— (E) 6' CHAIN r \ LINK FENCE ��'sr f NK FENCE +—fN) UNDERGROUND t y \ ?CWER LINE FROM + (E) POWER HAND HOLE ^ \T� l(E) TREE LINE v✓ r \V/ SITEPLN G.- NOTES: T;'SCALE: N,T.S 1 PE AND SIZES OF THE ANTENNA CABLES ARE BASED ON ESTIMATED LENGTH, PRIOR TO OROERINGCABLE. CONTRACTOR TO VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY ENGINEER IF ACTUAL LENGTH EXCEEDS ESTIKATED LENGTHS. 2. AS—BUILT DRAWINGS TO BE COMPLETED BY FIELD ENGINEER WITH ACTUAL LENGTHS. 3. AZIMUTHS ARE ORIENTED CLOCKWISE FROM TRUE NORTH. SECTOR A 120 120' SECTOR C SECTOR B 240 120, 120. ANTENNA ORMATION z NOT TO SCALE A—f Ell SECTOR ANTENNA TYPE COAX SIZE RAO AZIMUTH l EST. CAB. H RX/iX DOY 6'-0" _15_7;! CENTER 6'-0' BBY 1/2"0 DE + Al FR9016020P 1/2-0 150'-0' I Q 5'—T RX l 1 5/✓� 5'-0� �17 TX I /8'175'-0" 120' RX150'-0" EaljFR9;01604OP /e' ;15 175'-0' TX DP /1i 150'—O' 24� 175'-0� RX /B' 175'—O' TX C N illi REES COLOR CODE JUMPER SIZE JUMPER LENGTH RW 1/2.0 5'-0' RRY 1/2"0 6'-0" BW 1/2"0 6'-0' BBY 1/2"0 6'-0' CW 1/2-0 6'—T GGY j 1/2'0 6'—T REALTY, LLC 900 S. SHACKLEFORD SUITE 800 LITTLE ROCK AR 72211 OFFKX- UM 312-2486 GEM ENGINEERING COUPANY 10970 St—dif H—l—, Te 77099-4206 Phone 281 561-9225 Fox 261 561-9399 PROJECT NO, LTR021A DRAWN BY. QYS CHECKED BY• TA/F#1 I3HC111,"M x-14. r4. RP6 A SCALE. 0 t/2 t 2 i mmw SC -41 N N0'E$ LTR021A NAPA VALLEY/ AGAPE CHURCH 701 MAPA VALLEY DRIVE LITTLE ROC!( i{ ARKANSAS 722*2303 SHEET TITLE SITE PLAN SHEET NUk*r=R A-1 SHEET 2 OF 3 SHEETS